Traffic Data and Projections Sample Clauses
The 'Traffic Data and Projections' clause defines how information regarding current and anticipated traffic volumes is collected, analyzed, and used within the context of an agreement or project. Typically, this clause outlines the methodologies for gathering traffic data, the frequency of data collection, and the standards for projecting future traffic patterns, which may include vehicle counts, peak usage times, or growth estimates. Its core practical function is to ensure that all parties have a clear, data-driven basis for planning, decision-making, and resource allocation, thereby reducing uncertainty and supporting informed infrastructure or operational choices.
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Traffic Data and Projections. The Engineer shall develop the opening-year, design-year (opening year +20) and pavement design year (opening year + 30) travel forecasts, and related traffic analysis in coordination with State Transportation and Programming Division (TPP). The developed traffic projections shall be utilized for design and environmental analysis. The Engineer shall develop traffic forecasts for the main lanes, ramps, cross streets, interchanges, intersections, and frontage roads for no-build and build alternatives. These projections shall include graphic representations of the anticipated daily movements along the corridor (suitable for inclusion in the design schematic and environmental document) and the Traffic Analysis for Highway Design table. The Engineer shall prepare a Traffic Projections Methodology memo, based on the information provided in the TPP traffic analysis package. The Engineer shall review the proposed methodology with the State and shall refine it based on these discussions. Traffic volumes developed by the Engineer will be submitted to TPP for review and approval, and the Engineer will revise the traffic volumes based on TPP’s comments.
Traffic Data and Projections. The Engineer shall develop the opening-year, design-year (opening year +20) and pavement design year (opening year + 30) travel forecasts, and related traffic analysis in coordination with State Transportation and Programming Division (TPP). The developed traffic projections shall be utilized for design and environmental analysis. The Engineer shall develop traffic forecasts for the main lanes, ramps, cross streets, interchanges, intersections, and frontage roads for no-build and build alternatives. These projections shall include graphic representations of the anticipated daily movements along the corridor (suitable for inclusion in the design schematic and environmental document) and the Traffic Analysis for Highway Design table. The Engineer shall prepare a Traffic Projections Methodology memo, based on the information provided in the traffic analysis package. The Engineer shall review the proposed methodology with the State and shall refine it based on these discussions. Traffic volumes developed by the Engineer will be submitted to TPP for review and approval, and the Engineer will revise the traffic volumes based on TPP’s comments. DocuSign Envelope ID: 81680129-218F-4A62-86EE-68C3C135A630
i. Financial Plan and Project Management Plan The Engineer shall prepare a Financial Plan (FP) and Project Management Plan (PMP) in accordance with the most recent FHWA Financial Plan Guidance, for submission by the State to the FHWA Division Office for review and approval. The purpose of the FP is to document the project cost estimate and revenue structure and provide reasonable assurance that sufficient financial resources shall be available to implement and complete the project as planned. The FP shall cover topics such as the project cost estimate, revenue structure, funding resources, project implementation over time based on the available financial resources, and the cost and revenue assumptions used in development.
a. The initial FP shall consist of at least five main sections including: ▪ Cost Estimate. ▪ Implementation Plan. ▪ Financing and Revenues. ▪ Cash Flow. ▪ Risk Identification and Mitigation Factors.
b. The Engineer shall prepare for and attend a cost estimate review (CER) workshop with the State and the FHWA to develop and review information for inclusion in the FP such as cost estimation procedures and tools, identifying funding sources and revenues, and project implementation schedules. In preparation for the CER, the Engineer shall conduct a ri...
Traffic Data and Projections. The Engineer shall develop the opening-year, design-year (opening year +20) and pavement design year (opening year + 30) travel forecasts, and related traffic analysis in coordination with State Transportation and Programming Division (TPP). The developed traffic projections must be utilized for design and environmental analysis. The Engineer shall develop traffic forecasts for the main lanes, ramps, cross streets, interchanges, intersections, and frontage roads for no-build and build alternatives. These projections must include graphic representations of the anticipated daily movements along the corridor (suitable for inclusion in the design schematic and environmental document) and the Traffic Analysis for Highway Design table. The Engineer shall prepare a Traffic Projections Methodology memo, based on the information provided in the traffic analysis package. The Engineer shall review the proposed methodology with the State and shall refine it based on these discussions. Traffic volumes developed by the Engineer will be submitted to TPP for review and approval, and the Engineer will revise the traffic volumes based on TPP’s comments. The Engineer shall perform travel demand modeling analysis to develop traffic volume forecasts appropriate for the level of traffic operations analysis required based on project needs. The travel demand modeling analysis must be based on regional metropolitan area planning organization travel demand models, statewide area analysis model, and/or other standard practice and guidelines depending on the study area of each project.
Traffic Data and Projections. The Engineer shall obtain the base year traffic data from available traffic data available or new counts and develop the opening-year, design-year (opening year +20) and pavement design year (opening year + 30) travel forecasts, and related traffic analysis. The developed traffic projections must be utilized for design and environmental analysis. The Engineer shall develop traffic forecasts for the mainlanes, cross streets, and intersections for no-build and build alternatives. These projections must include graphic representations of the anticipated daily movements along the corridor (suitable for inclusion in the design schematic and environmental document) and the traffic analysis for highway design table. The Engineer shall prepare a traffic projections methodology memo, based on the information provided in the traffic analysis package. The Engineer shall review the proposed methodology with the Owner and refine it based on these discussions. The Engineer shall submit the traffic volumes developed by the Engineer to the Owner for review and approval. The Engineer shall revise the traffic volumes based on the Owner’s comments.
Traffic Data and Projections. The Engineer shall obtain the base year traffic data from new counts and develop the opening- year, design-year (opening year +20), and pavement design year (opening year + 30) travel forecasts for the AM peak hour, PM peak hour, and 24-hour scenarios. The following traffic data locations shall be obtained on a Tuesday, Wednesday, or Thursday: • 4-Hr Turning Movement Counts (7-9 AM and 4-6 PM) o Goforth Road at ▇▇▇▇▇▇ Creek Road o Lehman High School Driveway west of Lake Washington Drive o Lehman High School Driveway east of Lake Washington Drive • 24-Hr Bidirectional Tube Count o Bunton Creek Road west of ▇▇▇▇▇▇ Circle o ▇▇▇▇▇▇ ▇▇▇▇ east of Twin Estate Drive The Owner shall provide information regarding proposed developments near the study area that have not yet been built. Traffic forecasts shall consider the traffic generated by these proposed developments. The developed traffic projections must be utilized for design analysis. The Engineer shall develop traffic forecasts for the mainlanes and intersections listed in this section for no-build and build alternatives. Traffic projections for the AM peak hour, PM peak hour, and 24-hour shall be presented graphically.
Traffic Data and Projections. The Engineer shall provide additional engineering services to update the development of the opening-year (2020), design-year (2040); and pavement design year (2050) travel forecasts, and related traffic analysis in coordination with the TxDOT Transportation Planning and Programming Division (TP&P) The Engineer shall collect existing turning movement counts (TMC) for the AM and PM peak hours at signalized intersections along LP 1604. Using these TMC’s the Engineer shall develop traffic data projections and modeling of current conditions. The Engineer shall use the developed traffic projections for design and environmental analysis. The Engineer shall develop traffic forecasts for both the no-build alternatives for LP ▇▇▇▇, ▇▇▇▇▇ ▇▇▇▇▇▇▇, and DocuSign Envelope ID: 1DB60CEF-DAD9-4F47-8AE2-182BB19769B8 interchanges at:
(1) FM 143 (2) East-West Connectors
Traffic Data and Projections. Obtain from the City the 2017 and design-year (opening year +20) travel forecasts, and related traffic analysis. The developed traffic projections shall be utilized for design and environmental analysis. Obtain traffic counts for side streets for use in determining median openings. Obtain traffic forecasts for the lanes, cross streets, and intersections, for no-build and build alternatives. These projections shall include graphic representations of the anticipated daily movements along the corridor (suitable for inclusion in the design schematic and environmental document) and the Traffic Analysis for Highway Design table.
Traffic Data and Projections. The Engineer shall provide existing traffic counts. The Engineer shall perform an Origin/Destination Analysis of the IH35W/IH20 and IH 35W/SH 174 interchanges. The Engineer shall develop base year 2025, interim year, and design year 2045 daily and a.m. and p.m. peak travel forecasts for the No-Build Conditions, corridor alternatives and geometric design schematic of the preferred alternative including all upstream/downstream interchanges within the study area. These traffic forecasts shall be prepared from a corridor model in coordination with North Central Texas Council of DocuSign Envelope ID: B4E47CBB-54AA-4467-B86B-B1C47B94F45E
Traffic Data and Projections. The Engineer shall develop the opening-year (2020), design-year (2040) and pavement design year (2050) travel forecasts, and related traffic analysis in coordination with State Transportation Planning and Programming Division (TPP). Existing turning movement counts (TMC’s) will be collected for the AM and PM peak hours at signalized intersections and major cross streets along LP 1604. These TMC’s will be useful in the development of the traffic data projections and modeling of current conditions. The Engineer will collect 24 hour classification volumes at three (3) locations along Loop 1604 to provide daily traffic and percent trucks for existing conditions. The developed traffic projections shall be utilized for design and environmental analysis. The Engineer shall develop traffic forecasts for LP 1604, interchanges at US 281 and IH 37, and cross streets at FM 3499, Cambellton Road, Priest DocuSign Envelope ID: 719137B1-7E3D-42BC-8A29-9D6AE732CB6A
Traffic Data and Projections. The Engineer shall develop the opening-year (2020), design-year (2040) and pavement design year (2050) travel forecasts, and related traffic analysis in coordination with State Transportation Planning and Programming Division (TP&P). Existing turning movement counts (TMC’s) will be collected for the AM and PM peak hours at signalized intersections along LP 1604. These TMC’s will be useful in the development of the traffic data projections and modeling of current conditions. The developed traffic projections shall be utilized for design and environmental analysis. The Engineer shall develop traffic forecasts for LP ▇▇▇▇, ▇▇▇▇▇ ▇▇▇▇▇▇▇, interchanges at FM 143, East- West Connector (City of San Antonio (COSA), Metropolitan Transportation Plan (MTP)), Union Pacific Railroad (UPRR) /Macdona-Lacoste Road, ▇▇▇▇▇▇▇▇ Road, UPRR/▇▇▇▇▇▇▇▇ Road and at IH 35, for no-build and build alternatives. These projections shall include graphic representations of the anticipated daily movements along the corridor (suitable for inclusion in the design schematic and environmental document) and the Traffic Analysis for Highway Design table. The Engineer shall prepare Line diagrams of existing and proposed conditions to submit to TP&P for traffic projections. The Engineer shall prepare a Traffic Projections Methodology memo, based on the information provided in the TP&P traffic analysis package. The Engineer shall review the proposed methodology with the State and shall refine it based on these discussions. Traffic volumes developed by the Engineer will be submitted to TP&P for review and approval, and the Engineer will revise the traffic volumes based on TP&P’s comments. DocuSign Envelope ID: ED57FAE2-481A-4535-A126-CE7F0E526760